Bridge Statistics for Fords, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1204154,  Location: 0.91 MI.N.OF NJTPK EXIT11 (Lat: 40.552689,  Lng: -74.317781),  Route carried "on" structure: Ramp Other road 444,  Year Built: 1995,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 22,573 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,087 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: US ROUTE 1,  Facility Carried by Structure: RAMP FROM GSP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 210.229,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 75.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1234156,  Location: 0.6MI WEST OF GSP (Lat: 40.523219,  Lng: -74.310139),  Route carried "on" structure: County highway 656,  Year Built: 1970,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 8,563 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,965 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NJ 440
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.676,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Roadway Improvement Cost: $1,313,000,  Total Project Cost: $1,513,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1234157,  Location: 0.6MI WEST OF GSP (Lat: 40.522031,  Lng: -74.311511),  Route carried "on" structure: County highway 656,  Year Built: 1970,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 4,192 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,030 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RT NJ 440 RAMP-SMITH ST
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.175,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1234158,  Location: 0.4MI WEST OF GSP (Lat: 40.520319,  Lng: -74.310450),  Route carried "on" structure: County highway 656,  Year Built: 1970,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 7,177 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,613 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RT US 9 RAMPS GL&GM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1234159,  Location: 0.33 MI WEST OF GSP (Lat: 40.521161,  Lng: -74.306661),  Route carried "on" structure: Ramp State highway 440,  Year Built: 1970,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 1,612 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,934 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NJ 440,  Facility Carried by Structure: RAMP GL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.675,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $159,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $332,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 123416,  Location: 0.31 MI SOUTH OF GSP (Lat: 40.520739,  Lng: -74.306950),  Route carried "on" structure: Ramp US 9,  Year Built: 1970,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 2,365 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,885 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NJ 440
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 214.107,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.46m (21.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Roadway Improvement Cost: $412,000,  Total Project Cost: $474,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1234161,  Location: 0.4MI WEST OF GSP (Lat: 40.521569,  Lng: -74.305961),  Route carried "on" structure: Ramp State highway 440,  Year Built: 1970,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 3,752 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,503 (year 2041),  Design Load: HS 20,  Features Intersected: RAMP GK (NJ 440)
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.704,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.69m (12.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $477,000,  Roadway Improvement Cost: $158,000,  Total Project Cost: $894,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1234167,  Location: AT JCT RT9,RT440, GSP (Lat: 40.519281,  Lng: -74.301681),  Route carried "on" structure: State highway 440,  Year Built: 1970,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 20.67m (67.81ft),  Average Daily Traffic: 87,234 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 104,680 (year 2041),  Design Load: HL 93,  Features Intersected: GSP & ROUTE US 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.235,  Lanes on structure: 8,  Lanes under structure: 24,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 51.2m (168.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 32.2m (105.6ft),  Out-to-Out Width: 34.0m (111.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.70m (67.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $12,000,  Total Project Cost: $13,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1234169,  Location: AT JCT OF US440-US9 (Lat: 40.518039,  Lng: -74.299381),  Route carried "on" structure: Ramp US 9,  Year Built: 1972,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 16,143 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,372 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: US 9 NB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 213.721,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1234171,  Location: 0.25 MI NORTH OF RT440 (Lat: 40.522439,  Lng: -74.299500),  Route carried "on" structure: Ramp State highway 440,  Year Built: 1970,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 13.59m (44.59ft),  Average Daily Traffic: 21,319 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,583 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GSP & US9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.299,  Lanes on structure: 3,  Lanes under structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1234174,  Location: 0.23 MI EAST OF US9,GSP (Lat: 40.518639,  Lng: -74.297050),  Route carried "on" structure: Ramp US 9,  Year Built: 1972,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 1,731 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,444 (year 2042),  Design Load: HS 20,  Features Intersected: US 9 RAMP GX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 213.882,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1234175,  Location: 0.25 EAST OF GSP (Lat: 40.519650,  Lng: -74.296669),  Route carried "on" structure: State highway 440,  Year Built: 1972,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 95,504 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 114,605 (year 2040),  Design Load: HS 20,  Features Intersected: US 9 RAMP GT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.653,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.1m (115.2ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 36.4m (119.4ft),  Out-to-Out Width: 39.8m (130.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1254163,  Location: 1.0MI NW OF US1&NJ440 JCT (Lat: 40.526781,  Lng: -74.317839),  Route carried "on" structure: Spur County highway 616,  Year Built: 1984,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 8,496 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,367 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: PERTH-AMBOY BRCH (ABND)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 361280A,  Location: AT GSP & US RT.9 JCT (Lat: 40.518983,  Lng: -74.300411),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1953,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 47,373 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 57,804 (year 2041),  Design Load: H 20,  Features Intersected: US RT.9 SB & RAMP M
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 205.996,  Lanes on structure: 3,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.2m (154.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 20.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 15.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.62m (28.28ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Bridge Improvement Cost: $6,500,000,  Roadway Improvement Cost: $1,250,000,  Total Project Cost: $8,913,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361280B,  Location: AT GSP & RT 440 JCT (Lat: 40.520000,  Lng: -74.300125),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1968,  Status: Open,  Structure Length: 10.79m (35.40ft),  Average Daily Traffic: 46,562 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 56,815 (year 2041),  Design Load: HS 20,  Features Intersected: US 9 NB INNER & OUTER
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 205.996,  Lanes on structure: 3,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 28.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361281N,  Location: AT GSP & RT 440 JCT (Lat: 40.520197,  Lng: -74.300825),  Route carried "on" structure: Other road GSP,  Year Built: 1968,  Status: Open,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 83,608 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 102,018 (year 2041),  Design Load: H 20,  Features Intersected: US RTE 9 & RAMP M
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 206.157,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.9m (167.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 361281S,  Location: AT GSP & RT 440 JCT (Lat: 40.520414,  Lng: -74.301069),  Route carried "on" structure: Other road GSP,  Year Built: 1968,  Status: Open,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 108,111 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 131,916 (year 2041),  Design Load: H 20,  Features Intersected: US 9 SB & RAMP M
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 206.157,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 52.1m (170.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 361284T,  Location: 0.4 MI NO. OF INT 127 GSP (Lat: 40.524908,  Lng: -74.299381),  Route carried "on" structure: County highway 616,  Year Built: 1953,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 11.49m (37.70ft),  Average Daily Traffic: 18,825 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,971 (year 2041),  Design Load: H 20,  Features Intersected: RTE US 9 & G.S. PARKWAY,  Facility Carried by Structure: NEW BRUNSWICK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.497,  Lanes on structure: 2,  Lanes under structure: 18,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.49m (37.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $573,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $764,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 361287S,  Location: .75 MI N OF GSP&RT440 JCT (Lat: 40.529461,  Lng: -74.298336),  Route carried "on" structure: Other road GSP,  Year Built: 1953,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 75,235 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 91,801 (year 2041),  Design Load: H 20,  Features Intersected: US ROUTE 9 (SOUTH BOUND)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 207.123,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 58.5m (191.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 30.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 361288A,  Location: 1.92 MI SOUTH OF US 1 (Lat: 40.530931,  Lng: -74.297869),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1948,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 42,966 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 52,427 (year 2041),  Design Load: HS 20,  Features Intersected: US ROUTE 9 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 207.284,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 7 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 28.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.71m (25.30ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Bridge Improvement Cost: $45,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $55,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 361292T,  Location: AT JCT OF RT 184 & GSP (Lat: 40.534578,  Lng: -74.301503),  Route carried "on" structure: State highway 184,  Year Built: 1969,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 24,007 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,293 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: GSP & RAMPS TK&KT,  Facility Carried by Structure: KING GEORGES POST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 4,  Lanes under structure: 15,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $19,820,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $19,960,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 361297A,  Location: 0.95 MI NORTH OF ROUTE 9 (Lat: 40.540856,  Lng: -74.307994),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 29,924 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,513 (year 2041),  Design Load: HS 20,  Features Intersected: NJ TURNPIKE ROADWAYS,  Facility Carried by Structure: GSP NB RAMP
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 208.764,  Lanes on structure: 2,  Lanes under structure: 12,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 361297T,  Location: 0.95 MI NORTH OF RT 9 (Lat: 40.540783,  Lng: -74.308536),  Route carried "on" structure: Other road GSP,  Year Built: 1948,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 202,787 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 247,439 (year 2041),  Design Load: HS 20,  Features Intersected: NJTPK
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 208.732,  Lanes on structure: 7,  Lanes under structure: 12,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 29.2m (95.8ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 30.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.35m (24.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $4,320,000,  Roadway Improvement Cost: $908,000,  Total Project Cost: $7,214,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 361306T,  Location: 1.35 MI SOUTH OF RT27 (Lat: 40.552708,  Lng: -74.317181),  Route carried "on" structure: Other road GSP,  Year Built: 1948,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 218,849 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 267,037 (year 2041),  Design Load: HL 93,  Features Intersected: US ROUTE 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 210.229,  Lanes on structure: 12,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 45.6m (149.6ft),  Out-to-Out Width: 48.6m (159.4ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 82.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 62.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: I09099C,  Location: 0.18 MI SE OF NJ.TPK. (Lat: 40.538333,  Lng: -74.306667),  Route carried "on" structure: Other road GSP,  Year Built: 1970,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 104,800 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 125,800 (year 2041),  Design Load: HS 20,  Features Intersected: NJTPK INTER 11 RAMP PNT,  Facility Carried by Structure: GARDEN STATE PKWY
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 208.410,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 35.1m (115.2ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 43.0m (141.1ft),  Out-to-Out Width: 46.2m (151.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: I09099D,  Location: 0.20 MI SE OF NJ TPK (Lat: 40.538333,  Lng: -74.306667),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 34,600 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 41,520 (year 2041),  Design Load: HS 20,  Features Intersected: GARDEN STATE PARKWAY,  Facility Carried by Structure: NJ TPK INT 11 TPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.292,  Lanes on structure: 3,  Lanes under structure: 7,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: I09099E,  Location: 0.05 MI E OF GSP (Lat: 40.536667,  Lng: -74.303333),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1970,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 5,618 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,856 (year 2041),  Design Load: HS 20,  Features Intersected: NJTPK INTER 11 RAMP PST,  Facility Carried by Structure: NJTPK INT.11 R.KPN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 207.927,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: I09099G,  Location: 0.25 MI SE OF NJ TPK (Lat: 40.538128,  Lng: -74.306850),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 7,800 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,360 (year 2041),  Design Load: HS 20,  Features Intersected: GARDEN ST PKWY RAMP PNK,  Facility Carried by Structure: NJTPK INT.11 RP.TK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.260,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: I09132B,  Location: .15 MI S US 9 & NJ TPK (Lat: 40.541667,  Lng: -74.293333),  Route carried "on" structure: US 9,  Year Built: 1950,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 79,090 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 96,506 (year 2041),  Design Load: HS 20,  Features Intersected: NJ TPK INT NO.11 RP.NTTN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 216.634,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M08973,  Location: 0.5 MI S OF GSP (Lat: 40.538950,  Lng: -74.317519),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 9,234 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,268 (year 2041),  Design Load: HS 20,  Features Intersected: NJ TURNPIKE RWYS,  Facility Carried by Structure: FORD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 47.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $165,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $276,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M09010A,  Location: 0.13 MI SW OF GSP (Lat: 40.540667,  Lng: -74.310944),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 295 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 355 (year 2041),  Design Load: HS 20,  Features Intersected: NJ TURNPIKE RWYS,  Facility Carried by Structure: MILE 90 U-TURN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 71.970,  Lanes on structure: 2,  Lanes under structure: 12,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 26.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.83m (25.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $392,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $663,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: M09021A,  Location: 0.95 MI NORTH OF ROUTE 9 (Lat: 40.541300,  Lng: -74.309139),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1970,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 29,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,800 (year 2041),  Design Load: HS 20,  Features Intersected: NJ TURNPIKE ROADWAYS,  Facility Carried by Structure: NJTPK INT.11 R.PNT
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 208.764,  Lanes on structure: 2,  Lanes under structure: 12,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: M09023A,  Location: 0.95 MI N OF US ROUTE 9 (Lat: 40.541667,  Lng: -74.308333),  Route carried "on" structure: County highway 514,  Year Built: 1949,  Status: Open,  Structure Length: 14.11m (46.29ft),  Average Daily Traffic: 16,532 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,169 (year 2041),  Design Load: HS 20,  Features Intersected: GSP & NJTPK,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.996,  Lanes on structure: 2,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 46.6m (152.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 26.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.11m (46.29ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Bridge Improvement Cost: $6,260,000,  Roadway Improvement Cost: $1,061,000,  Total Project Cost: $10,400,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M09084A,  Location: 0.30 MI W OF RT.9 (Lat: 40.542150,  Lng: -74.296561),  Route carried "on" structure: Interstate 95,  Year Built: 1970,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 41,500 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 50,000 (year 2041),  Design Load: HS 20,  Features Intersected: NJ TPK INTER.11 RAMP SIT,  Facility Carried by Structure: NJ TPK SNO ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.225,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: M09099A,  Location: 0.25 MI W OF ROUTE 9 (Lat: 40.542469,  Lng: -74.293981),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 11.49m (37.70ft),  Average Daily Traffic: 17,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,400 (year 2041),  Design Load: HS 20,  Features Intersected: NJTPK NSI-SNI-SNO RWYS,  Facility Carried by Structure: NJTPK INT.11 R.TSI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.467,  Lanes on structure: 1,  Lanes under structure: 9,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: M09099B,  Location: 0.22 MI W OF ROUTE 9 (Lat: 40.541217,  Lng: -74.294750),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 37,000 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 44,000 (year 2041),  Design Load: HS 20,  Features Intersected: NJ TPK INTER.11 RAMP NT,  Facility Carried by Structure: NJ TPK INTER.11 TS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.467,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: M09103A,  Location: 0.20 MI W OF ROUTE 9 (Lat: 40.542500,  Lng: -74.293625),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1970,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 9,680 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,620 (year 2041),  Design Load: HS 20,  Features Intersected: NJTPK NSI-SNI-SNO RDWY,  Facility Carried by Structure: NJTPK INT.11 R.TSO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.467,  Lanes on structure: 1,  Lanes under structure: 9,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Epoxy